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130'-E. <br />USP HTA20 AT MASONRY Q' (2) U5P PTA20 AT �, (2) USP HTA20 AT <br />IR' <br />'�q(TYPICAL e END UNIT5) MASONRY (TYPICAL UNOa MA50NRY (TYPICAL UNOJ <br />-- - — - <br />(2) U5P HTA20 AT USP HTA20 AT MASONRY - -- — (I — <br />n' r' <br />MASONRY (TYPICAL UND.) 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W/FLOOR TRUSS B <br />h ._ ' ~' PARALLEL TO WALL) s6 <br />- <br />- <br />=====- <br />8 <br />- <br />I <br />B <br />-- -- <br />------ <br />q <br />-s2.2 <br />S2.II <br />\ <br />---- <br />.. <br />- <br />_-__ <br />---= <br />--- <br />S6 <br />I <br />--- <br />1====-----_ <br />S6 <br />S6: <br />- - - - - <br />---- <br />---- <br />=___ <br />---- <br />---- <br />-_- <br />-- - <br />- <br />I <br />� <br />ILI <br />Ilk <br />- --- <br />=___ <br />____ <br />Q <br />Q `� <br />z <br />- <br />z <br />� <br />a <br />d" <br />I <br />HTA2©l Yj'IGAL AT PARTY <br />WALL, 5EE TAIL F/S6) <br />HTA20 <br />(TYPICAL PA RTY <br />WALL, TAIL F/56) <br />L I <br />L-- <br />- - - <br />- - - - - - <br />- <br />_ <br />- <br />KLEG3 <br />W/TOP <br />FLANGE <br />HANGER <br />KLEG3 <br />WlfOP <br />FLANGE <br />HANGER- <br />KLEG3- <br />W/TOP <br />FLANGE <br />HANGER <br />— <br />- - - <br />US NTA2 AT MASONRY <br />(TYPICAL END UNITS) <br />___.J 1. <br />---� <br />- <br />U5?PIPICAL END UNITRS) <br />- <br />PLY <br />,_PLY <br />S2. <br />r <br />NN I <br />1A <br />I <br />1A <br />a <br />S3 <br />[65P HTA20 ATM RY USP HTA20 ATM RY <br />(TYPICAL e D RS, I�JO) USP WTA20 AT MASONRY (TYPICAL to D R5, UNO) <br />I'-b 1/4' (TYPICAL s ENTRIES) <br />U5P HTA20 AT MASONRY 1'-0' 1'-m' r-a' <br />(TYPICAL ® END UNITS) <br />5'-8' 5'-8'8-10 5-e- <br />65'-4' <br />U5P A20 AT MASONRY - - — <br />U5P WTA20 AT MASONRY U5P HTA20 AT MASONRY L(TYPIG ®DORMERS, UN01 <br />(TYPICAL 6 ENTRIES) (TYPICAL a ENTRIES) 1'-b U4' <br />r-e' r-m' r-m' r-a' z-0' USP HTA20 AT MASONRY <br />(TYPICAL is END UNITS) <br />5.8 8-10'5'-8' 5'-8' <br />65'4 <br />oir <br />- <br />1370 - ST. CROIX 1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1531 - MARTINIQUE 1530 - SIESTA KEY 1370 - ST. CROIX <br />1371 - ST. CROIX 1371 -ST. CROIX <br />- ROOF FRAMING PLAN <br />SCALE : 3/ICo' = 1'-0" <br />2-PLY PRE-ENGINEERED GIRDER W/ETID <br />GRAIN BEARING, 2 x 6 WEB MIN, <br />PRE-ENGINEERED WOOD TRU55 <br />TO BE PREPARED BY OTHERS <br />L (AS REQUIRED) <br />KLEG3 W/TOP <br />FLANGE HANGER <br />'-a, AFF. <br />i/2' x T WEDGE ANCHOR (MIN. SHEAR = 13400) I <br />NOTE: 5TAGGER ANCHORS FROM OPPOSITE <br />SIDEN- , • , L M-4' AFF. <br />0 <br />MOISTURE BARRIER—/ <br />T: <br />-INSTALL BOLTS IN EVERY HOLE ON HANGER THROUGH GIRDER <br />-REFER TO DETAIL A/512 FOR MA50NRY 6TEP5 DIMB51OR <br />� GIRDER @ PARTYWALL <br />SCALE : N.T.5. <br />II15P KLl GRAVITY CAPACITY = <br />113201 UPLIFT CAPACITY - 48354 <br />1 <br />5CHEMATIC ONLY. <br />SEE TRU55 PROFILE FOR ACTUAL TRU55. <br />RAISED HEEL TRUSS SECTION <br />SCALE : N.T.5. <br />TR155 FRAMING NOTES <br />CIRCLED NOTES ARE KEYED TO PLAN <br />L ARCHITECTURAL BACKGROUND OF THE LEVEL BELOW 15 <br />SHOWN FOR REFERENCE ONLY. <br />2. PLUMBINY.s HXiUR£5 IN HIDDEN LINES REPRESENT 2rTd <br />FLOOR PLLMNG FIXTJ(E5. <br />3. CONNECTIONS PER 61111 /GNASP CATALOG (LATEST <br />EDITION). CONTACT ENGINEER FOR ALTERNATE <br />C 74 ECTION5. <br />4. PRE -EWE RED WOOD 71;al S SPACED r 24' O/C <br />TYPICAL,LNLE55 NOTED OTHERWl <br />5. SEE FLOOR PLAN AND ELEVATIONS FOR ADDITIONAL <br />R07F INFOR IATION. <br />b. MISS TO TRUSS ATTACHPBJT FER 1Rl MANLFAcTURER <br />(UND) <br />1. UPLIFT VALUES SHOWN ARE CALCULATED BASED ON <br />CONSERVATIVE APPROACH AND CAN BE D ITERENI <br />FROM TRI65 MANIFACTURfR'S VALUES <br />8. IF THE C04TRACTOR TRU55 MANUFACURER, OR OTHER <br />DESIGN PRCFE55IONAL REVISE THE SHOWN INFORMATION, <br />DANSCO ENGINEERING, LLC 15 REQUIRED TO RENEW ALL <br />FINAL CONSTRUCTION DOCIMENTS FOR COMPLIANCE WITH <br />DE51GN LATENT PRIOR TO COMh� OF THE <br />PROJECT. <br />LEGEND: <br />BLOCK WALL 0 84' AFF. <br />BLOCK WALL • IB'-8' AFF. <br />LISP, CONNECTIONS <br />CONFECTION <br />MY <br />CONNI ION <br />FASTENERS., <br />CAPACITY <br />PER CONK. <br />HTA20 <br />1 <br />166 <br />10-10d x 1 IQ' <br />HTA20 <br />2 <br />3230 <br />20-10d x 10' <br />THD28 <br />1 <br />*2 <br />6-10d x 1 1/2' , (b) <br />3/I6' X 2 1/4' tapwm <br />I <br />3N <br />(2) 3/4" dia. a301 <br />though bob Into <br />girder , (4) 3/4' dia. <br />a301 though bolts <br />Into w6a g wall <br />F11626 1 1925 204d <br />R% 1 1030 Ib-8d x I ] l' <br />,DIIPLEX NAILS ARE No. 8 WIRE GAUGE (0J62' DIAMETER) <br />AND 31/2' LONG, DOUBLE HEADED NAILS. <br />5C= 1310/1311 - 5T, CROIX <br />5= 1530 - SIESTA KEY <br />M= 1531 - MARTINIQUE <br />DAN SCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p.813.645.0166 <br />f. 813.645.9698 <br />www.donscoenginee6ng.com <br />i <br />O <br />0 <br />LfT <br />LL <br />zoo <br />�m� <br />Q j M Q1 D <br />z Qm� <br />(M <br />� <br />� 00 <br />7/7 ~ 0 � r 1 <br />Z Ln <br />a G a 00 <br />Z w E <br />Ww�~ <br />Z <br />O <br />O <br />O — <br />Mill <br />�--� <br />w U <br />O U <br />T V) <br />y I <br />Z V) <br />Oz <br />O I <br />� U <br />z V) <br />Q U <br />w <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE, <br />(INCLUDING 2009 SUPPLEMENT) SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />-C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT - t0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MDNTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />Or THIS DRAWING ONLY. <br />2010 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />201 D-THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />LINAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />09-29-09 <br />1.00 2007 FBC UPDTATES <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />❑ IRWIN J. BENSON, <br />P.E. #49758 <br />❑ ANDREW D. HAROLD, <br />P.E. #66715 <br />.�.� JHNi�IN 49 <br />*; <br />O. <br />j ? <br />p0 TATE OF 4i <br />;% ON'�ITLE: <br />w%4",At <br />ROOF FRAMING PLAN <br />SHEET INFORMATION: <br />JOB NO.: 300698 <br />DATE ISSUED: 09.16.10 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />S202 <br />1!( /I U <br />